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HomeMy WebLinkAboutSW8960912_Approved Plans_20061114r- z o GOI.�EN z D S ITE 0 r z m > n 0 C = Z D = PILOTS RIDGE RD. (��mD1II " Z = O PILOTS RIDGE o N AIRPORT LOCATION MAP (NTS) r-� �- 26 LF 4-INCH PVC DRAIN PIPE W/ CAPPED END WITH 1-INCH PVC PIPE W/ 2'x 2'x 6" CONCRETE COLLAR TO PROTECT ENDS 36.0 INV OUT = 35.8 ROgp R POLE TO BE RELOCATED SEE DETAIL THIS SHEET BENCH MARK: NAIL IN PP 48 L.F. 15" RCP 0 0.4% ELEV = 39.22' INV 35.82 r `Q �-11> TRAFFIC ISLAND AD (�' • ,; , _ :--- 1524 - GO - _ - S. (60 T' _ I~ E°RI T1NG 15" RCP rr=•,a C:1 -� .`-}�Y�._. t 7 - .�.• �C�, _ ,,� _ �''r � V ,38 Vi^ 3g ,� j N 37.3 on 37.30 x _ - X co 37.30 30 + ) ; _ war Q _ 24 FT - ..,,........ 3:1 SIDESLOPE SIDESLOPE 1 0 30 261 SF �--' r'' -►-'' t�-' _ 110 25' RAD 1 / �-"'- 7c? / ' �9� �tK 3' RAD 40 15"I�iIiE_ ' I W1 ;' / A L ADS PIPE p N. C. GRID STATION "WARD"I ,a �- =-'- z35 �, ^N NV OUT ®35:87 I-� E 1 � w w aoTlo�n of I N = 131 592.75 _ ' qj 0 .4, p 35 5 EL FT E = 2,332,988.13 -�_-�- ( k- AD r�`��� 6,� - 71 x 74.25 FT NAD 27 u' °` o 1 32.0 co co 33.0 0 r 0 3% 2' x 2' DROP INLET , X 0 9 05 n3 U) I 34.0 5. �. .�xT f STD. CITY OF WILMINGTON I 35 � V+ ' FRAME & GRATE: 35.5 36.0 /OD W 0 ��p �"' N 1 BEWEY B OS. NC. CH-BN-3A RAD C „ ��1t E TOP = 38.49 r„37.0=• • I rr INV 35.99 - 38.0 5�9..!L" i,(�.`IE _ IB" PINE - d • I h �5'rs� P aE oo I OR P VA N 6. W I 2 0 _ O y r o� 0 1 S• G EL 0 \ 164 2 FT • I �' > TE: :1 P TA L .2 3 RAD Q •{ - I I V 36.14 II 184 SF PIP' 48 L.F. 15" BCCMP 0.3% 25 RAD 1 1/2" 1-2 ASPHALTn (5, �- _.. 6" ABC STONE BASE' _...... J + 9.60 o 9so 0o GRASSED PARKING =cr c 6, o O ; `4..�3 F , � ��� f 39.05 3950 CY 40.00 + ` T(. � I l 25' RAD ; 6� !� 99.25 FT CONCRETE WALK co 84 S BUILDING fn I i� `'(s 3 , 15" pII E F.F. 40.00 BUILDING HEIGHT - 14.0 FT 9 ' i 'o 32 --- - _ <Q 86.33' CONCRETE = -1 • 0 INV 36.0J Wc0 t0 FT 1M ;P r-IH,FP'HONF CAi i.F O O -i 1 VrARN , , 'T 99.25 FT CiJ�, FX. T[LEPII!'ItJF 3950 c_ t_. PFFWSTAI. S + 40. 0 VC 4 "I - - 0 1' 55 , CATV F li � "4'rli'1 W o rn �^ / / l cD 00 :I LEGEND EXISTING 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 1' CONTOUR PROPOSED 5' CONTOUR EXISTING CULVERT PROPOSED CULVERT PROPOSED DITCH PROPOSED EDGE OF PAVEMENT v PROPOSED SILT FENCE ®_ r• PROPOSED DRAINAGE AREA DONNIE STANLEY BOOK 1045, PAGE 502 NOTES: 1. IRON PIPES AT ALL CORNERS. 26,25 FT 2. NO ENCROACHMENTS. 3. THIS PROPERTY DOES NOT LIE WITHIN A / 100 YEAR FLOOD HAZARDOUS AREA. 4. LOT = 1.43 ACRES OWNER: RALPH H. GR FFIN, JR. P.O. BOX 20 WRIGHTSVIL E BEACH N.C. 28480 PROJECT: AMERICAN AUTO & FIN NCE PRO ECT DAWSON EN INEERING Engineering Plane ng Surveying 3177 WRI HTSVILLE AVENUE WILMING ON, N.C. 28403 (910) 762-4200 SURVEYOR: ROBER'T H. GOSL E & ASSOC. LAND SURVEYOR) - LAND PLANNERS 513 CHESTNUT STREET WILMINGTON, N. C. 8401 PHONE: (910) 763-1941 _ HA DICAP RAMP I s-i '�� �� MAX. SLOPE 1:12 �+ - i3`1 s . ���`�•'iSSI• •` /O�i °� Y' cn r► S 14 0 t ' n C.O. ;; ' 1 ir+' �` 1 (, Orr, zS i + ONO WWI Ilk + 3 s0 :.: ' ,.� Si, r :. , s r �?Ci % 2. v p' > f,. f °` TE 1974 = at' + "W 315.58PRI L1 UTILITY EASEMENT 6' �T i 82'42 25 rw �+r�'"s 20 s MEN 121.31 ��i 'ILK !� ^� o ;� S ONOr.� •p�°6 p EA S 10 52 24 E i��y/C•«••-` '►,`�� cc p E. ` UTILITY EASEMENT �// `��A \ _lXa lowpop Ron � '^"� � � 20.04' � NOTE: WATER & SEWER SERVICES SHALL BE INSTALLED / I „�► r.u� �� S 82'42 25 W � �.+1 PIE�� 1 �,• C�1!`.r. �, IN ACCORDANCE WITH THE N.C. BUILDING CODE. `.s .nr� DRAINAGE BOUNDARY SEWER CLEANOUTS SHALL HAVE CAST IRON COVERS. -47 _ - DRAWN BY. MN lid `%� J J �� % �Y)l?'' --• i • 6% � 1 1/2-INCH PVC WATER SERVICE CHECKED BY: DE I fi o DATE: SE TEMBER 3, 1998 a Un LITY EASEMENT iNE 1 7„ PINE 127�86' 0. t!1 SCALE: " 1 - 20' I E =/L33.1 ALTERNATIVE WELL SITE MR. & M RS. FRANK D. CARTER S 10 52 24 E ' 1 O � MR. & MRS. BURROWS G. SMITH . BOOK 1796, PAGE 446 r- I fire 1 �" h='INt N FINAL PLAT, SECT. 4, GROVE POINT o n; I TELE HONE :ABLE -_> MAP BOOK 29 PAGE 78 + IVARNiNG PO-1 �9 +� o P 6 Ill I o 1 �,' PINE ',f, f, ,.�,�,� 1_" F°!I'1E. 1217 .PINE `�---� 1 ��'' / �� 01' N 89'37'29" E r I 1 " PINE,,, f. / -� 18. ss' DEC V E �s D AREAS TO BE LANDSCAPED IN ACCORDANCE I `' �9 I_ A "� WITH INTERIOR PARKING LOT LANDSCAPING � . I - \ �.� ?`, �6' NOV 1199 REQUIREMENTS OF THE COUNTY f \ y UTILITY EASEMENT �=,� �* TOP OF CURB =37.56' 1 / INTERIOR LANDSCAPE AREA REQUIRED = 1989 SF r " �)AYI' 8.85 � �� = 01-MER = .37,33, P, � �' N 00'22'31" W ` 9 PRO) #t'`d INTERIOR LANDSCAPE AREA PROVIDED = 2001 SF . ' `''. �- _ �� I , GUT _ 36,84' - _----. j I C.O. W/ 45' BEND INV •34,49' t �- / r, . /• �'� / _` J : s _ I E 31.6 9 I - - S 10'52',2 4"E rr t t -1 ri,N QAI : v `, 39 - •8 L.F. 6" PVC 0 1.0496 _ 3 _ 2" PINE + v f +� ` �. , r - - '`.i n- C> ;_, S 89.37 29 W 329.7'1 Y ..�.- _ _ , ( ; > LOf. c5' - r y 6 IE 5 o f - 1-INCH WATER METER L� 2'x 2' x 6" CONCRETE SLAB C' BY CAPE FEAR UTILITIES TOP OF BERM 3E.O FT N 00'22'31" W fig" RC:P IN`JERr 15" RCP 34-39' --" DONALD P. CURTIS 30.00' EX. MANHOLE -- - Cl z� x c" cTnonr , r"r, CAPS �^ , nnri uRfe TnP c d(1 17' AREAS 0 BE LANDSCAPED IN ACCORDANCE �7 ' S. -- WITH PE IMETER LANDSCAPING REQUIREMENTS OF THE COUNTY I W 1" PVC PIPE <pp JANICE M. CURTIS INVERT = 27.79 ?_'� NORMAL WATER v EL 36.0 W/ 45- BEND £ INV = 35.8 BOOK 1796, PAGE 446 '� �, TC = 37.5 1' TOTAL S�iTE AREA = 1.43 ACRES xSURFACE INV = 36.0 4 PVC PIPE EX, WATER -o CUT _ 36,91' MINIMUM I UMBER OF TREES REQUIRED = 22 I , y ELEVATION S 892'37$"W VALVE 0• 0 1NV = .34.06' �. 6:1 SLOPE m EL 32.0 OUTLET PIPE DETAIL N.T.S. W 1 tJ O REVIS1014S NO. DATE DESCRIPTION BY 1 10/10/96 DIVISION OF ATER QUALITY MNH COMMENTS 2 10/16/96 REVISED 20' LTILIITY EASEMENT MNH 3 11/4/96 SHADED PROP SED GRASSED MNH PARKING LIM173 SHEET TITLE SITE P AN SHEET NO. cm PROJECT NO. 962 •00 VICINITY MAP C r z G� 0 Z PILOTS RIDGE RD, GOLD t�OAD SITE n D 0 C . > _ W z = O N PILOTS RIDGE o N AIRPORT LOCATION MAP (NTS) LEGEND DESCRIPTION EXISTING PROPOSED PROPERTY BOUNDARY — - - — - - — - - — EASEMENT ----- STREAM — — — — — — STRUCTURE ,■■®■■■■■■■®■■®■■°°°°°' MINOR CONTOURS -----8----- — 8 MAJOR CONTOURS — — —1 0— GAS LINE — —G— — — —G — G G OVERHEAD POWER —OH P— — —OH P— WATER LINE —--_VV_— W W SANITARY SEWER LINE — —SS— — — —SS— —SS SS — SANITARY SEWER MANHOLE OS STORM DRAINAGE PIPE STORM DRAINAGE STRUCTURE L 1 • TREE 1 1 O A K 0 CONCRETE SILT FENCE TREE PROTECTION FENCE TP F TP F — FIRE HYDRANT ASSEMBLY —� Sl*te Development For County, New Hanover ATION "WARI 75 8.13 ROAD GOLDEN 1524 _ _ S. R • (60 RAW ---- j EIP / EXISTING I I EXISTING k y POND I I PAVED AREA I I Z �� I�`• K i�. I � I DJfJf-11E STAIJLEi BOOV 101,5, PAGE 5 Zt O N \ I � D � � I O r z D I fT1 C� 2 O D 01 II I I I I I I I I MR. ,1 fdf5. MANK. D. CAP.TER I1AR. e_ 1.1RS. BURROWS C. SMITH _ BUOK I796, PAGE A46 F 11AL PLAT, SECT. 4, GROVE PRINT MAP BOOK 29. PAGE 78 2111141 IG: 8-2 LAND ! SSE: VAC'.41T 1" I ZONING: R-15 LAND USE: RESIDEMTI _ s 4 1 1 40' b. PREPARED BY: I 7040 Wrightville Avenue, Suite 101, Wilmington, North Carolina 28403 tel: 910.256.92 77 fax: 910.256.2584 www.witherravenel.com 0, ESS/0 a SEAL T- 19742 Uj �NGINee f� H I11 7 American Auto &Finance Company, Inca Post Office Box 205 Wrightsville Beach, NC 28480 RECEIVP,D NOV 0 6 2006 Sw�°4(o09tZ " �� �zr goo ~o z� `goo w�Z g W Z U J d O �i I N. C. GRID STATION "WARD" I N = 131,592.75 E = 2,332,988.13 I NAD 27 x m /ONE faNE.r- v v l0 I< m z mC) I -a lO I� 0 rn m I I 0 xI V I I 0 I I I O x rn I I 0 m I I I 0 x I I I O x rn rn I I O x I I I O I I I Revision 8 ASPHALT _ _ = - TRAFFIC �� __ - + - -- INV. 35.81' E=E OF PAVEME ISLAND pAD — _ _ _ INV. 35.11' (jQLDEN R = +!_ 00 -37 �s - 15 RCS R. N oNE--- �Q S. 5 p' R ) �;- _ ,� > _ - EX1�T4 37- ��+ ` 6p fj RAPE 9 mod' _®LV®,35.96 i�r � -� _ -E� Tiles' 1 T j -0H' — �S C _ 1S 1•IN 3 C AP � VO `g�' _._._ -- - -'� --" fINV . 15' ` RCP = 3 6.2 5 ` `emu . � ----- � r= -� � � -�- - _- �at+E-- — �� O �j = _--+ 00 / bQ EXIS-N-� - 3MX E L 2 MIMOSA _ �srs = ��p `�`9�, _ �,'• +�� _ - - - _ - ._.- -_ 15"RCP ' 6' TviYRTE - '--" C) < 37 Q RQ sQ - .7 > �-�-� �v�� 6 g2°4 3 " 309.61 g -- , — _ _+ 8 /� - APE ��� E M YR + MYRTL 3^� � + M YR TLC HOLLY Y INVI1 I 6 1 EXISTING Pi0 D EXISTING J - - - t r CR AP E 1 I . 36.0 _ 0 3 i - MYRTLE 81.�4'36"E 7.3-- EXISTING 3" t4 i1t1 I I 1 CRAPE MYRTLE r I II t I AND JUNIPER 5' Irov p�j o (261 SF) EXISTING t BGTTOM OF It +� 15TJ� 38.72 3"CRAPE <` 1;K c,, POND2.0 DRI 6 \ AINAGE INLET MYRPP ,a ELE i Y I +� + TOP 37,95' ' ,n - - C TREES TO BE REMOVED, TYP. S .,-- SOH ' INV. 35,91' 32.0 / (n � 38 69 ' i 330 3"HOLLY 1 1 ,�-� 3"CRAPE ': 1 --34.fl ) t 5 x / � I� MYRTLE �.�: ��,.. l 35.0 NE � I E CRAPE O y =�-'-- 37. C I / MYRTLE I / ,1 FIN I6 U; ea+l 14'PIN E' I I \ I 3°CRAPE MYRTLE I I G Z � \ �CI TING � / 16''PIN,E E APE EXIST NG PA EMENT 5�- I O �\ \ 3M TLE ` -1 >`,;y. �xEXISTING 5X / 1- Ors / 16"PI O t� O CRAPE MYRT� Ev / 1 I 1.4. PINS. 6 I d' AND JUNIPER i IBPwE 9.40 39.21 (184 SF) I I 1 / + + `� I +�j GRASSED PARKING I 9� ;p �9 9 39.60 ®39.50 39,50 I } I I0 17-EXISTING 3" 39,50 ® 75.2' 40.00 I i, 39.40 39.28 CRAPE MYRTLES i z 00 Z AND JUNIPER (184 SF) I I -� I z fT1 1 �` I , : STORY + f- EXISTING 1- c � 1 � E�XlSTING METAL & BRICK B40 00 FT f �/ 3MYRTLE o BUILDING F.F.E _ 14.0 BUILDING HEIGHT 1 \ 1 1 z !� + \ 1 IEXISTING TELEPHONE CABLE \ weN"„o / l = 0 3' LIVE WARNI Ta D `f� OAK 75.2' ---T s' SS- j o ) EX. TELEPHON / \ W. C I Q + PEDASTAL 1 , , j 0 ~ SS " " = �S:- r-- W - z 39.50 0 ---` _-- - - .- r CAN PEDASTAL J - �T- ___ .SS _ W _ _ z I EXISTING - - - I 3 CRAPE-' - x 9.5 - `W I TR MYRTLEI I `_` W -` '--40- CRAPE MYRTLE I I AND JUNIPER +vs, It (24.3 SF) 39.50 ® 315.58' g"W I I EXISTING 39.50 O ® S 82 42 2 MYRTLE �� + 9 _ ...... %�a + VQ 9 09 tS I � I I + MR. & MRS, FRANK D. CARTER MR. & MRS. BURROWS G. SMITH BOOK 1796, PAGE 446 I I S� FINAL +70 PLAT, SECT, 4, GROVE POINT TELEPHONE CABLE MAP BOOK 29, PAGE 78 I WARNING POST Q ZONING: B-2 I +� LAND USE: VACANT oou '61 6 + 9 .0 �`� `3�'S I I _I , + �9 + + I I 19 6'] +� �6' +�� -Q Designer MNH Scale 1 „ - 20' Drawn By Date JSS 11 6 O6 Checked By 1 job No. MNH 03061071 + +-t t-- --- - - - - - - 9 - - e—---_------_ cpS> �9cP . 5v 90 �Q , Os >, 69 INVERT 15" RCP = 34.39' + AMERICAN AUTO & FINANCE FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA all "PINE ;rn 12"PINE �3"HOLLY 12 OAK DONNIE STANLEY BOOK 1045, PAGE 502 ZONING: R-15 LAND USE: RESIDENTIAL 2-6"OAK CLUSTER 6' TALL BOARD FENCE ,,-- TREE PROTECTION, TYP. 3"OAK 8"OAK "OAK 8"OAK 6"PINE 3 �q Q „z z n 3 80,E 11 N 3: I N 3 I _- 17 LA 3' to GRAPHIC SCALE 20 0 10 20 40 + ��� I t 1 inch - 20 ft. s +Q TOP OF CURB = 37,56' +� Es'� ?J,N p' GUTTER = 37,33' �� +`S9 �- TC = 37,45' - - rT - GUT = 36.84'- INV = 34.49° I , + --SS --- 12" PINE + �9 I s5`_ — — — — — - - - - + cr �4 �9 , y f� 86 �j F _0 EXISTING CONDITIONS & DEMOLITION PLAN EX. MANHOLE -/ �� 1a„ RCP TOP = 40.17' 1 INVERT = 27.79' PREPARED FOR: AMERICAN AUTO & FINANCE COMPANY, INC. POST OFFICE BOX 205 WRIGHTSVILLE BEACH, NC 28480 WITHERS & RAVEN EL ENGINEERS I PLANNERS I SURVEYORS 7040 VWrie.tsville Ave, Suite 101. 'A)i r,ington North Carolina 28403 tel: 910-256-9277 fax 910-256-2584 www.wither.ravenel.com Sheet No. 6-0 1 COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ALL WORK IS TO BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY AND THE STATE OF NORTH CAROLINA. 3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT, IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS, CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). 4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT, GENERAL NOTES: 1. ALL TOPOGRAPHY, BOUNDARY, AND UTILITIES, HAVE BEEN TAKEN FROM A MAP PREPARED BY WITHERS & RAVENEL. 2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS, THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES, CONTRACTOR SHALL ,ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC... 3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. 4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT, 5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE. 6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. 7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 (800) 632-4949 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. 8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN LIMITS OF DEMOLITION AS SHOWN ON PLAN. DEMOLITION NOTES 1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING SERVICE CONNECTIONS WHEN NECESSARY 2, CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NIL.W SITE IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION. 3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE PLANS. 4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED, DAMAGE TO PROPERTIES OF OTHERS DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO OWNER. 5, ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE CONTRACTOR. 6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION 7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL. ING HEAD A 8. CONTRACTOR GAS, TELEPHONE AOCATION OF ALL ND ELECTRIC ANDXANTY OTHHERRUTILITIIESNTDHRODG THE SITE TWE ITH THE RESPECTIVE COMPANIES, 9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED. 10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS. FROM AVAILABLE RECDS, BUT 11. INFORMATION CONCERNING MUST DETERMINE TTHEDEXACTTIES WAS LOCATIONOAND ELDEVATIIONS OF THE MAINOSRE BY DIGGING TEST PITS BY HAND. EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES: 1. INSTALL TEMPOARY CONSTRUCTION ENTRANCE AS SHOWN ON EROSION & SEDIMENT CONTROL PLAN. 2. INSTALL PERIMETER CONTROLS (SILT FENCE & TREE PROTECTION FENCING) AS SHOWN ON HE EROSION & SEDIMENT CONTROL PLAN. THIS STEP NEEDS TO BE COMPLETED PRIOR TO UPSLOPE LAND DISTURBING ACTIVITIES. 3. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING MEASURES ARE INSTALLED, CLEAR AND GRUB WITHIN LIMITES OF DISTURBANCE, 4. UPON BRINGING THE SITE TO ROUGH GRADE, STABLIZE ALL AREAS WITH TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR 21 DAYS. 5 ONCE DRAINAGE SYSTEM SHOWN ON ANDUTILITIES IEROSIONARE & IN PLACE. INSTALL INLET PROJECT AND OUTLET SEDIMENT T CONTROL PLANS. 6. UPON BRINGING THE PARKING AREAS TO SUBGRADE ELEVATIONS, STABILIZE THE AREAS BY PLACING STONE BASE AS EARLY AS POSSIBLE. 7 H�EROSION CONTROL R TEMPORARY VEGETATIVESTABILIZATION RIND SPECIFICATIONS. 8.AREAS, SEE NOTE REFERENCING 8. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED AREAS HAVE STABILIZED, MECHANICAL SEDIMENT CONTROLS CAN BE REMOVED. SEDIMENT FROM TEMPORARY SEDIMENT TRAPPING SES FOR FIiLL. ALLALL BE DE DISPOSED DED OF BY AREAS SPREADING BEPERMANENTLYY SEEDED, AWAY IF Revision �[�■ Em Designer MNH Scale NIA Drawn By Date JSS 1 1 6 06 Checked By lob No. MNH 03061071 MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK, ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED. 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 6. INSPECT TEMPORARY SEDIMENT STORAGE AREAS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART THE GRAVEL FACING. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MAXIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE THE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACE IMMEDIATELY. AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY STABLIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. STABILIZATION NOTES 1, ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER UNSTABILIZED AREAS. PERMANENT SEEDING SCHEDULE - MIXTURE 5CP Seeding Mixture SPECIES RATE (LB/ACRE) CENTIPEDE GRASS 10-20 Seeding Dates MARCH - JUNE Soil Amendments APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE 10-10-10 FERTILIZER. Mulch DO NOT MULCH. Maintenance FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER, TEMPORARY SEEDING -LATE WINTER/EARLY SPRING Seeding Mixture WINTER AND EARLY SPRING SPECIES RATE (LB ACRE) Rye (GRAIN) 120 ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50 AND COASTAL PLAIN, KOREAN IN MOUNTAINS) OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SUMMER SPECIES GERMAN MILLET FALL SPECIES RYE (GRAIN) Seeding dates RATE (LB/ACRE) 40 RATE /ACRE) 120 COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING APRIL 15 - AUG. 15 - SUMMER AUG. 15 - DEC. 30 - FALL Soil amendments FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. Mulch APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. Maintenance REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. AMERICAN AUTO & FINANCE FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA LL GENERAL GRADING NOTES 1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC... 2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. 3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT, 4, ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS ARE RECEIVED. SITE NOTES 1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. 2, THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. 5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES. 8. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. 9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER. 10, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. 11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION 12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY, AND LOCAL CODES. 13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. 14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS OTHERWISE NOTED. 15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED. 16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 17. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET NEW HANOVER AND/OR NCDOT STANDARDS. 18. ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT TRAFFIC ENGINEERING (RICHIE BROWN) TO REQUEST INSTALLATION OF TRAFFIC AND STREET NAME SIGNS. PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET NAME SIGNS. 19. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS. 20. CONTACT TOM PLATT WITH TRAFFIC ENGINEERING AT 341-7888 TO ENSURE THAT ALL TRAFFIC SIGNAL FACILITIES AN EQUIPMENT ARE SHOWN ON THE PLAN. ADD A NOTE TO CALL TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT OF WAY. 21. CONTACT KAREN DIXON AT 341-7888 TO DISCUSS STREET LIGHTING OPTIONS. GENERAL UTILITY NOTES 1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NEW HANOVER COUNTY AND NCDOT REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS. 2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON DETAIL SHEET C-7 3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-75, UNLESS INDICATED OTHERWISE ON PLANS. GENERAL NOTES PREPARED FOR: AMERICAN AUTO & FINANCE COMPANY, INC. POST OFFICE BOX 205 WRIGHTSVILLE BEACH, NC 28480 EXISTING UTILITY NOTE S 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING, 2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS, THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. UTILITY CONTACTS: 1, CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING. 1-800-532-4949 NOTICE REQUIRED ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION. CONTACT "CAROLINA ONE CALL" AT 1-900-6324949 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE WITHERS & RAVENEL ENGINEERS I PLANNERS 1 SURVEYORS 7C40 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-256-9277 fax 910-256-2584 www.withersravenel.com Sheet No. �2 N. C. GRID STATION "WARD" N = 131,592.75 E = 2,332,988.13 NAD 27 SITE DATA DISTURBED AREA 0.70 ACRES PROPOSED IMPERVIOUS 6477 S.F. FLOODPLAIN DATA NO 100 YR, FLOODPLAIN SOIL TYPES LEON (HYDROLOGIC SOIL GROUP B/D) — 85% KUREB (HYDROLOGIC SOIL GROUP A) — 15% Designer Scale MNH 1' = 20' Drawn By Date JSS 1 1 6 06 Checked By lob No. MNH 03061071 RNQ' 524WGOLDENROAD S _ ----_ -_- - -- r --- - - EXISTING EIPCp' MYRTLE 1 -- EXISTING EXISTING MYRTLE 3 CRAPE _ t MYRTLE 3'HOLLY 12 ---i*- j 3"CRAPE N 827 4 �1 `%1 3"CRAPE MYRTLE. e ) _ \ 3"H LY 3"CRAPE MYR I I MYRTLE `:x y EX(ISTING < I I > 3 CRAPE r I 70,30 68.98 y. MYRTLE I I 4' 36„E -"``/ --L EXISTING 3" I CRAPE MYRTLE. I I / AND JUNIPER I i pc (261 SF) i o` X; I WET POI I EXISTING ND x. 3"CRAPE I I I I {.����` EXISTING MYRTLE `II I I �w LANDSCAPE, TYP: Kx.ti I 75,8 I I �NI EISTI I 3"CRAPE MYRTLE (886 SF) EXISTING I I C 3MYRTLE <, N z I I 1 �I II o v; rn I 3MYRT E I I E�, ISTING 3MYRTLE �k EXISTING 3OAKE E'I STI N G 3 YRTLE I I E, ISTING 3'CRAPE M YR TILE ;XISTING 3" ,RAPE MYRTLE AND JUNIPER (184 SF) ]STING 3" ;APE MYRTLE ID JUNIPER 184 SF) _-94.8'--- NEW ASPHALT T `— 6" EXTRUDED 75.2' CURB, TYP, EXISTING 1-STORY PROPOSED BUILDING E}RICK BUILDING F.F. 40,00 METAL & HEIGF.F.HT 1,� E-40•00 BUILDING = 14.0 FT BUILDING 75.2' r; CRAPE MYRTLE '` I AND JUNIPER (243 SF) 315. S 82' 42' 254W 75 W 0 I I I MR. & MRS: FRANK D. CARTER MR. & MRS. BURROWS G. SMITH BOOK 1796, PAGE 446 FINAL PLAT, SECT, 4, GROVE POINT MAP BOOK 29, PAGE 78 1 ?ONING: B--2 LAND USE; VACANT Io 0 �O v I I I + + 12 PINE + IoFEss,o I = Q SEAL 19742 ��G1NEtip 0 I � P� + HAcoaL IDQUAI D P ('1 IRTIQ AMERICAN AUTO & FINANCE FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA SITE PLAN 2"MIMOSA PREPARED FOR: AMERICAN AUTO & FINANCE COMPANY, INC. POST OFFICE BOX 205 WRIGHTSVILLE BEACH, NC 28480 W :R TALL )ARD FENCE �K \K PINE 'U') DONNIE STANLEY BOOK 1045, PAGE 502 ZONING. R-15 LAND USE; RESIDENTIAL I X*' UA 0 N NP 0 GRAPHIC SCALE 20 0 10 20 4 1 inch — 20 ft. WITHERS RAVEN EL ENGINEERS I PLANNERS I SURVEYORS 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-256-9277 fax: 910-256-2584 www.withersravenel.com I I I �I I Sheet No. C-3 A An 0 2'x 2' x 6" CONCRETE SLAB y EL 37.3 - 1.5" STORAGE LEVEL CAP 1" PVC PIPE NORMAL WATER v EL 36.0 W/ 45- BEND SURFACE INV = 36.0 ELEVATION TOP OF BERM = 38.0 FT INV = 35.8 EXISTING 26 LF 4-INCH PVC DRAIN PIPE W/ CAPPED END WITH 1-INCH PVC PIPE W/ 2'x 2'x 6" CONCRETE COLLAR TO PROTECT ENDS INV IN = 36.0 INV OUT = 35.8 SEE DETAIL THIS SHEET INV. 35.81' OF PA\JF- - EpGE - INV. 35.11' 6:1 SLOPE ROAD __-- _- - - E _ iNE _ - - EL 32.0 1524 - G4LDEN _ _ ` -3'- - DITCH - 15 RCP --- OF E-_0 OUTLET PIPE DETAIL S. R. NO 0' RAW) _ _ �` _ _ `- �; - °" � ____.. -- �" 11 S�T-11rf G" ` �� � I I� ��----°HE-"" `--- -gyp C__- LIB;*- GG'AQs'1IG.- ® INVim..35.96' ' �P RAP gf - �' - TP°H�--- N.T.S. -", �- --' NSTRUCTION - - --� _ EXISTI _ = - INV. 15 RCP = 36.25 _ -- J 3'C - - _ _� EXIS _ - 7-) "MIMOSA r EXISTING 15"RGP �i9RJ - < G P .61 p N. C. GRID STATION "WARD" N = 131,592.75 E = 2,332,988.13 NAD 27 0 - � r rOHEr r v �O �C m m� -o IO rri I� 0 I I I 0 rn I I I 0 rn I I I 0 z rn z I I I 0 s rn I 0 I I 0 2 rn I I O I O T- / APE $2 MYR _E MYR' ✓ 413MYRAPE _ EXIING 38.83 3'CRAPEST _ N 8114 J6 EMYRTLE EXISTING 3„ AJNPELE NDUIR {261 SF) • EXISTING r I 38.72 3 CRAPES r OHE EXISTING DRAINAGE INLET- MYRT E15„ r 1 I TOP 37.95' EXIS fIN INV. 35.91' 38.6� EXISTING 3"CRAPE` C W I \ (A SOTTOm OF POND ELEV 32.0 k' 32 -� 33 34 _ - - 36 1-7 O / B R D1� O1�SE" \ ` - -- 38 EXISTING 3"CRAPE M YR TLE I, LIMIT'S OF GRADING & CONSTRUCTION x 3»� ri SILT FENCE NOTES* 1.POND WILL BE PUMPED DOWN BY MECHANICAL MEANS IF REQUIRED 2. NO WETLANDS ON SITE _ I J. / s - - - i5N 15' POLE \ 37. +38.50 I I �'� �\ _ - 1 SWALE 2 38.15 J, v 112"OAK I0 v' \ ---- 1 +38.5P • I \ I ` I \ / \ \R = 38� + 0 i Z E I TING \ .38.90 , I Q `\ 1 �3MC APE I \ // II 1 '\ 39- 5� '+3 N J II 38.90 \ +3 .38 CONSTRUCTION O O O O O O O / EXISTING 3' / ENTRANCE to �� 00 od000000 li O 9.40 39.21 AN8 P SNIPER v SF)O O�O O -' CL I o �39.50 O 39.50 3 - 39.60 EXISTING 3" 75 2' 40.0 w� z Z I J 39.40 39.28 CRAPE MYRTLE 39.50co ANDB4J SNIPER I I �+ 8.6 �-4 r � I PROPOSED BUILDING 1 Cn / EXISTING 1-STORY o I F.F.E -- 40.00 rr1 O D I / EXC RAPE 1 METAL & BtP.1C< t,�',I L'N c� 1 75'x50' 0 II � f7MYRTLE o BUILDING F.i .E-0.00 = cr+ BUILDING HEIGHT = 14.0 FT +39.60 \ 3,750s.f- \ z j \ REMOVE EXISTING $ 1 OMITS RADING & \ LIGHTPOST IEXISTING TELEPHONE CABLE 0 UCTION / \ co � I � 3OAK WARNiN T / \ O Q EX. TELEPHON 7 \ SS4-3 R C oPEDASTA I o _ _--8-SS"' 0 39.50 ® 40. /--SS--- - CAN P�DASTAL �- z I E�CISTING -SS--- CRAPE- S W _- +39:�D39- - - mAP M YR TLE - - `-40- CRAPE- � MYRTLE -- 'W � - 40001 - AND JUNIPER - I (243 SF) 39.50s MONO 315.58 I 4EXISTING 39.50 $ 82742'25"W 3 CRAPE - IMYRTLE 409 I � LIMITS OF GRADING & ICONSTRUCTION I � I TELEPHONE CABLE WARNING POST 41, CD I Io' I � I + I I � I + 8 ------------ _------ - - - - - - _ � u--- =_ Ate-- - �r I INVERT 15" RCP = 34.39' MR. & MRS. FRANK D. CARTER MR. & MRS. BURROWS G. SMITH BOCK 1796, PAGE 446 FINAL PLAT, SECT. 4, GROVE POINT MAP BOOK 29, PAGE 78 ZONING: B-2 LAND USE: VACANT W 2-6"OAK CLUSTER 6' TALL \ ,-'--BOARD !-OAK 8"OAK )3"OAK DONNIE STANLEY BOOK 1045, PAGE 502 ZONING: R-15 LAND USE: RESIDENTIAL LIMITS OF GRADING & CONSTRUCTION RELOCATE WAFER 3"OAKAND SEWER SERVICES IF REQUIRED 6"PINE APPROVED NORTH CAROUNA ENVIRONMENTAL MANAGEMENT COMMISSION DIVISION OF WATER QUALITY N � 1 I h is �f rc f 2(es :{ ee� CA of -tLQ- <111111 1111 1 111-11 C +n ��� a SEAL 19742 NGINE�ms JAN 3 0 2007 Fiq F� �0 W !tiH / A ,� 5( q 1l 1yC ! ' GRAPHIC SCALE to 3 20 0 10 20 40 1 inch - 20 ft. p TOP OF CURB = 37.56' GUTTER = 37.33' O TC = 37.45' GUT = 36.84 = - m INV = 34.49' _ r �S.7....r -SS �._----SS-- 12" PINE + SS--- -------------------------------------------------------- -------S;1-37-[9"W-3Z9'71-------------- --- - EX. MANHOLE -� �� 1B" RCP TOP = 40,17' INVERT = 27.79' E.X. WATER GUT = 36.91 SS No.1 Revision Date B 1 1 ADDED OUTLET PIPE DEVIL AND NOTE 1/30/07 I JSS Designer NH Sc� le 1 " - 20' Drawn By Date 12 21 O6 Checked By i Job NO NH 03061071 AMERICAN AUTO & FINANCE FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA UTILITY, GRADING, DRAINAGE, & EROSION CONTROL PREPARED FOR: AMERICAN AUTO & FINANCE COMPANY, INC. POST OFFICE BOX 205 WRIGHTSVILLE BEACH, NC 28480 WITHERS RAVEN EL ENGINEERS 1 PLANNERS I SURVEYORS -040 Wrightsville Ave. Suite 101. Wilmington, North Carolina 28403 tel: 910-256-9277 fax: 910-256-2584 www.withersravenel.com Sheet No. C-5 N. C. GRID STATION "WARD N = 131,592.75 E = 2,332,988.13 NAD 27 INV. 35,81' NO1(5' R INV. 35.11' RO AD GoLDEN rL6WLINE 21 I&�_OF DITCH s0\) VT - jN\LL5.96' 7 - �-- \ �-4 INV. 15" RCP 36.25' _4s: 1'1� , 15"RCP L I -7- 8T4 APF i, l YR I LF_ E 3 _'PIAPE TLE ago") ,J)"R TL ............... .. * . ........... ...... x + r I 1W 36.0 1 1 .7 �D 0. C5 j ILL - vi, F -70.30' I( ~ Iil I 81,14315 7 'x x, UP ' AND JI.jkflF't x In 5, 5' (261 SF') 0 38.72 L p Q4 I T! F DRAINAGE INLET 5 TOP 37,95' Cp INV. 35,91' .58.69 (88F) SR z 33 + tj 7 34 C to (Ti TO POND 52,653 S.F. (1.21 AC.) MR. & PdRF). D. CARTER I"Ap. & MRS. B�UFRQIff SMITH BOOK 17,9), F)A(--,'F- 4 6 FINAL PLAT, �ECT, 4, C11RPACEOVE P0111T 29, 7,3 MAP 1E1'C)( - K 0I1111 LMD USE: VA(AHT . 0 � I1 + 4 — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 AVERT 15" RCP = 34,39'-,-__, It U) 77 11"PlNE A L,` P I I I E T f`.� I ) 12 0A K -4 t ­4 y m DJIINIE ',_SA_A 11 L E PA(-,'E 502 I I I P - 15 LAND USE: PES'1[)E1',JT1A1_ 11, 1. GRAPHIC SCALE 20 0 10 20 40 1 inch - 20 ft. TOP OF CURB = 37,56' CUTTER = 37,33' TC = 37.45' GUT = 36,84' INV 34.49' C) - -- - - - - - - - - - - - - - - - - - - - - - - OfES SEAL It 19742 /NEE 0 TC = 37,51' ri 17- - -z c n i Designer MNH Scale 1 20' Drawn By Date JSS 11/6/06 Checked By job No. MNH 03061071 AMERICAN AUTO &FINANCE FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROqNA] A 65LEORVIkk PREPARED FOR: AMERICAN AUTO & FINANCE COMPANY, INC. POST OFFICE BOX 205 WRIGHTSVILLE BEACH, NC 28480 WITHERS & RAVEN EL ENGINEERS I PLANNERS I SURVEYORS 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-256-9277 fax: 910-256-2584 www.withersravenel.com Sheet No. TOP OF BANK S•I 5'•1 TOP OF BANK SWALE COMPUTATIONS TYPE AVERAGE SLOPE SIDE SLOPE DITCH TYPE SWALE LINER SWALE #1 0.74% 5:1 TRIANGULAR GRASS SWALE #2 0.74% 5:1 TRIANGULAR GRASS NOTE: SEE CALCULATIONS FOR MORE DETAILED SWALE INFORMATION. SWALE CROSS SECTION DETAIL N.T.S. INCORRECT BARRIER SHOULD BE INSTALLED AT THE DRIP LINE OF TREE BRANCHES NOTES: CORRrCT IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES REPAIR ANY DAMAGE TO THE CROWN, TRUCK OR ROOT SYSTEM IMMEDIATELY. - FENCE SHALL BE PLACED L5 TIMES THE DIAMETER OF THE PLANT - REPAIR ROOTS BY REMOVING THE DAMAGED AREAS WITH A CLEAN CUT. - REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREAS. - CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH. EXAMPLE OF TREE PROTECTION FENCING N.T.S. PLAN VIEW 1 50' MIN. 6" DIVERSION TO DIRECT RUNOFF FROM R/ SECTION VIEW TEMPORARY CONSTRUCTION ENTRANCE N.T.S. Designer MNH Scale NSA Drawn By Date JSS 11 6 06 Checked By Job No. MNH 03061071 3:1 MAX SIDESL❑PE :1 SIDESL❑PE-\ / 1-INCH STORAGE \ NORMAL POOL ELEV FORE BAY .71 I� 1-INCH STORAGE NORMAL POOL ELEV 1 SIDESLOPE POND BOTTOM ILI _/�'�3:1 MAX SIDESL❑PE 61 SIDESL❑PE RED TOP GRASS SEED ALONG LITT❑RAL SHELF (ARG❑SITS ALBA) SURFACE AREA SURFACE AREA FORE BAY FORE BAY POND # NORMAL POOL ELEVATION POND DEPTH (FT) 1" STORAGE ELEVATION REQUIRED PROVIDED VOLUME REQ. VOLUME PROVIDED (SF) (SF) (CF) (CF) POND 1 36.0 4.0 37.3 2,927 4,429 1,609 2,081 LINE WIRES MIN._ #12-1/2 GUAGE POND CROSS -SECT ON N.T.S. -n n. 'B' RIP -RAP EMERGENCY SPILLWAY N.T.S. POND EMERGENCY SPILLWAY LENGTH TOP OF BANK ELEVATION (FT) (FT) 1 38.20 10 38.70 VARIES (6' MAX.) yr �ir,r{rvv wurv. Div vvriv� STAY WIRES MIN. #12-1/2 GUAGE \\ BOTTOM STRAND MIN. #10 GUAGE \ \ Ix STEEL OR WOOD POST / NOTES: GROUND LINE 1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES W/12" STAY SPACING 2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE FASTENED ADEQUATELY TO THE WIRE 3. STEEL POST SHALL BE 5' 0" IN HEIGHT oa AND BE OF SELF FASTENER ANGLE o_ 1 STEEL TYPE a o iv w 4. WOOD POSTS SHALL BE A MINIMUM OF 6' i;� c~n IN HEIGHT AND 3" OR MORE IN DIAMETER 0 WIRE FABRIC SHALL BE FASTENED TO WOODEN 3: POST WITH NOT LESS THAN #9 WIRE STAPLES 1-1 /2" LONG SILT FENCE N.T.S. AMERICAN AUTO & FINANCE FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA FILTER FABRIC T - FILL SLOPE 0 I z � � N ANCHOR FILTER FABRIC SKIRT STANDARD DETAILS N -�I2, FILTER FABRIC 12" THICK CLASS 'B' RIP -RAP PRINCIPAL SPILLWAY N.T.S. POND FOREBAY SPILLWAY ELEVATION 1 37.3 NORMAL POOL ELEVATION 5.0' �- EL. 36.0 0.5 N 24„ 24., T_ FILTER FABRIC 12" THICK CLASS 'B' RIP -RAP Q ti 4 SEAL r q 919742 �f 7"� LNGINEO' O i�,`� HARG;�,.` p PREPARED FOR: AMERICAN AUTO & FINANCE COMPANY, INC. POST OFFICE BOX 205 WRIGHTSVILLE BEACH, NC 28480 FOREBAY RIP -RAP N.T.S. \�i\�>\/ PAVEMENT DETAIL- N. T. S. GROUT WITH FLOWABLE FILL CONCRETE 1 112" SF9.5A 6" ABC STONE COMPACTED SUBGRAD WITHERS & RAVEN EL ENGINEERS I PLANNERS I SURVEYORS 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 2a403 tel: 910-2W9277 fax: 910-256-2584 www.withersravenel.com Sheet No.